Brace Badger Helical Anchor System. MB Badger Advantages Installation Requirements MB Super Braces Brace Attachment Criteria.

Similar documents
Tilt-up Products & Engineering Support. MeadowBurke

Prestress and Precast Products. MeadowBurke

BUILDING STRENGTH ACCUBRACE TOTAL BRACING SYSTEM CONCRETE CONSTRUCTION SOLUTIONS

Super Lift III System

SECTION 552 HELICAL ANCHORS AND HELICAL PILES

DANGER. Falling Panels, Bracing or Hardware Can Cause Property Damage, Severe Injury or Death.

EVALUATION REPORT. PFC-5551 Reissued April 1, Filing Category: DESIGN Steel (038)

Originally Issued: 05/18/2018 Valid Through: 05/31/2019

Keyway Splice Box. A Concrete Reinforcement Continuity System. MeadowBurke

TITEN HD Heavy Duty Screw Anchor for Concrete & Masonry

Blade Pile Technical Design Manual 27 June Forward... x

Atlas-Helical & ATLAS RESISTANCE PIERS. LOOK OUT! New House Headed South!

DIVISION: EARTHWORK SECTION: BORED PILES REPORT HOLDER: GEOTECH ENTERPRISES, INC.

ICC-ES Evaluation Report Issued February 1, 2011 This report is subject to re-examination in one year.

SHORING & UNDERPINNING 02250

Helical Design. Theory, Applications & Seismic Testing 5/2/2017. Helical System. Helical System. Common Helical Piles/Anchors Components

DIVISION: EARTHWORK SECTION: BORED PILES REPORT HOLDER: HELICAL ANCHORS, INC BOONE AVENUE, NORTH MINNEAPOLIS, MINNESOTA 55428

Page 7-1 Hubbell Power Systems, Inc. All Rights Reserved Copyright 2014 DRAWINGS & RATINGS

TERRATORQUE HELICAL ANCHORS AND HELICAL PILING PRODUCT CATALOG

SUDAS Revision Submittal Form

NORTH HARRIS COUNTY REGIONAL WATER AUTHORITY PIPE HANGERS, Section PIPE HANGERS, SUPPORTS, AND RESTRAINTS

DIVISION: EARTHWORK SECTION: BORED PILES REPORT HOLDER: MAGNUM PIERING, INC. 156 CIRCLE FREEWAY DRIVE CINCINNATI, OHIO 45246

REINFORCING TABLES INSTALLATION MANUAL

ICC-ES Evaluation Report Issued August 1, 2011 This report is subject to renewal in one year.

STANDARDIZED STRUCTURES

TILT-UP LIFTING PRODUCTS

INSIDE. 01 / Doors and windows that are misaligned. 02 / Cracks in the sheetrock. 03 / Doors and windows that are sticking. 04 / Sloping of the floor

DIVISION: EARTHWORK SECTION: BORED PILES REPORT HOLDER: EMPIRE PIERS 2656 EAST HWY 47 WINFIELD, MO EVALUATION SUBJECT:

SPECIAL INSPECTION AND TESTING AGREEMENT

Z Z X X. Installation Instructions Bulletin Revision E Foundation Specifications. For 4.0 Meter Earth Station Antenna

Technical Data Sheet NEC/GRAN/95:01

Masonry Wall Bracing. A Simplified Approach To Bracing Masonry Walls Under Construction. Masonry Bracing Task Force.

DIVISION: EARTHWORK SECTION: BORED PILES REPORT HOLDER: CANTSINK MANUFACTURING, INC. 71 FIRST AVENUE LILBURN, GEORGIA 30047

ACCEPTANCE CRITERIA FOR HELICAL PILE SYSTEMS AND DEVICES PREFACE

ENGINEERED POWER SOLUTIONS

Patented. Approved Installers of:

penetrometer test (CPT) soundings were done to supplement the SPT data. Construction recommendations were made for most of the new buildings.

TR ANSMISSION AND SUBSTATION FOUNDATIONS

The following excerpt are pages from the North American Product Technical Guide, Volume 2: Anchor Fastening, Edition 17.

Helical Pile/Anchor Deep Foundation MODEL SPECIFICATION

SUBSURFACE INVESTIGATION & GEOTECHNICAL RECOMMENDATIONS PROPOSED MONOPOLE CELL TOWER INDIANAPOLIS, INDIANA A&W PROJECT NO: 15IN0464

SINGLE CELL STRIP SEAL JOINT SYSTEMS

The following excerpt are pages from the North American Product Technical Guide, Volume 2: Anchor Fastening, Edition 16.1.

Foundation Specifications for 3.6-/3.7-Meter Earth Station Antennas

CTP STITCH-TIE AGAIN! Quick and easy way to re-anchor existing veneers to back-up structures.

POWER-INSTALLED FOUNDATIONS, GUY-ANCHORS AND INSTALLING EQUIPMENT

DISCUSSION ON UNDERPINNING (28/3/12)

Earth Mechanics, Inc. Geotechnical & Earthquake Engineering

Evaluation Report CCMC R HELICAL PILE

SAMPLE GUIDE SPECIFICATIONS FOR OSTERBERG CELL LOAD TESTING OF DRILLED SHAFTS

PLANNING DEPARTMENT 701 OCEAN STREET, 4 TH FLOOR, SANTA CRUZ, CA (831) FAX: (831)

STEEL REACTION FRAME

PROJECT INFORMATION. 1.1 Site Location. October 4, Jerry Schwab/President 315 Aden Ave., Suite 26 Glendale, CA 91203

Supplemental Plan Correction Sheet for LA Residential Code Prescriptive Design (2011 LARC)

DIVISION: EARTHWORK SECTION: BORED PILES REPORT HOLDER: GOLIATHTECH INCORPORATED 175B RUE PELADEAU MAGOG, QUEBEC J1X 5G9 CANADA

REPORT HOLDER: HILTI, INC DALLAS PARKWAY, SUITE 1000 PLANO, TEXAS EVALUATION SUBJECT:

Structural Tests and Special Inspections Form. Inspection of Fabricators (1704.2)

a tankage process. delivery. 4. Avoid 6x6 T-bar Page 1 of 7 POLY Tank

Lightweight Recoverable Foundations on Suitable Ground

INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS UNIFORM EVALUATION SERVICE EVALUATION CRITERIA FOR

STATEMENT OF SPECIAL INSPECTION FORM

DIVISION: EARTHWORK SECTION: BORED PILES REPORT HOLDER: IDEAL MANUFACTURING, INC. 999 PICTURE PARKWAY WEBSTER, NEW YORK 14580

Supplemental Plan Correction Sheet for LA Residential Code Prescriptive Design (2014 LARC)

ADDENDUM No. 6. ITB No. 4424: W.R. Wheeler (Swift Run) Service Center PUD Non-motorized Improvements Phase 1

Upon speaking with the representatives with Technical Foundations as well as Walder Foundations, it was determined that:

REPORT HOLDER: HILTI, INC. EVALUATION SUBJECT: HILTI LOW VELOCITY X-U AND X-U 15 UNIVERSAL FASTENERS AND X-P CONCRETE FASTENERS

ACCEPTANCE CRITERIA FOR HELICAL PILE SYSTEMS AND DEVICES PREFACE

General and Technical Information

Evaluation Report CCMC R ALMITA HELICAL SCREW PILE

Seismic Restraints. Cent-R-Rail Supplement* SYSTEMS THAT MAKE SENSE

FrameFast Shoring System

Installation and Maintenance Manual for EMH Freestanding Workstation Jib Cranes

ULTRA FLO Storm Sewer Pipe

DDI + (DECK INSERT) Threaded Insert for Metal Deck

DDI + (DECK INSERT) Threaded Insert for Metal Deck

MODEL SPECIFICATIONS: Hydraulically Driven Steel Underpinning Pile Specifications

1970 s and. Site Location Map. and shed transform the. Gateway Project.

Bi-Directional Static Load Testing of Driven Piles

A Solid Foundation Solution for Homeowners. from

Piletech Screw Pile Specification

SPECIAL INSPECTION AND OBSERVATION PROGRAM City of Walnut Creek Building Division. Project Address:

SEISMIC RETROFIT OF AN UNDERGROUND RESERVOIR. Robert Small 1, Rob Jameson 2

Spherical Turbine with Skewed Axis of Rotation. Design Team

Stop the damaging effects of foundation settling...

April 7, Webster Street Sub-Surface Stormwater Storage System Bid No Bid Date: 4/13/17 ADDENDUM NO 1

SUPPORT AND ANCHORS SECTION 15090

Alan J. Lutenegger, P.E., PhD, F. ASCE

Misan University - College of Engineering Civil Engineering Department

Erector Connector Meadow Burke Company In- Plane Performance

Engineered Foundation solutions

Ardaman & Associates, Inc. Geotechnical, Environmental and Materials Consultants

UNIFORM STANDARD DRAWINGS CLARK COUNTY AREA, NEVADA YEAR 2015 REVISIONS

GeoTech PRE-CONSTRUCTION PIERS, SINKHOLE REPAIR, SOIL & STRUCTURAL STABILIZATION

Foundation Specifications

Bi-Directional Static Load Testing of Drilled Shafts

Bi-Directional Static Load Testing of Drilled Shafts

Mechanical Engineer of Record: (Smoke Control Systems Only) Name & License Company. Others: Responsible Party Name & License Company

REV. 9/08. Mounting Structure PRE-INSTALLATION GUIDE for Ergon Skybooms

Originally Issued: 01/16/2015 Revised: 09/20/2018 Valid Through: 01/31/2019

Transcription:

Brace Badger Helical Anchor System MB Badger Advantages Installation Requirements MB Super Braces Brace Attachment Criteria

MB BRACE BADGER HELICAL ANCHOR SYSTEM There are times in tilt-up construction when conventional bracing to floor slabs is not desired. Until now your option has been to construct expensive and time consuming concrete deadmen. The Meadow Burke Brace Badger is revolutionizing tilt-up construction by providing contractors with an economical and efficient alternative. MB BADGER ADVANTAGES INCLUDE: eliminates concrete deadmen environmentally friendly offers quick installation and removal the strongest brace anchor available verifiable load capacity in all soil conditions works with ALL Meadow Burke braces reusable PRODUCT SPECIFICATIONS: The MB Brace Badger is pre-engineered for superior results in tilt-up applications. It consists of three helix plates welded to a 1 1/2" square bar shaft. Each helix plate is specially formed from 3/8" x 44 ksi new steel plate. Our shaft steel has a typical yield strength of 95 ksi, and a typical tensile strength of 130 ksi, making it the strongest helical anchor available in the industry! 12" OD x 3/8" Helix 10" OD x 3/8" Helix 8" OD x 3/8" Helix 1/4" typ 45 Cut 1-1/2" x 1-1/2" Square Bar Shaft 2'- 6" 2'- 0" 6" 7'- 0" 2

CAPACITY TO TORQUE RATIO F Helical anchor installation involves screwing the anchor into the ground and applying a constant downward force. The holding capacity of the anchor is proportionate to the finalinstallation torque. The following equation can be used to determine holding capacity. T Badger Capacity = K x T where K = Torque constant T = Final installation torque The K value is reliant on the geometry of the helix pier. For helical anchors with square shaft dimensions less than 2", a value of 10 is suggested by Hoyt and Clemence (1989). MB uses a value of 7 for an added saftey factor. This K value is applicable for all 1.50" square shaft anchors. Blade pitch per revolution, p The distance moved by the hub per revolution is equal to the pitch, p typically 3" Typical MB Brace Badger Installation 2

SOIL MECHANICS Soft Clay Dense Clay Dense Sand Gravel Depth The capacity of the MB Brace Badger is the result of the strength of the surrounding soil because the loading force is transferred to the soil. There are typically two types of soils: cohesive and cohesionless. Cohesive soils are defined as soils whose internal angle of friction is approximately zero (Ø = 0) while cohesionless soils are those whose internal angle of friction is greater than zero (Ø > 0). Bedrock Soil naturally tends to develop in layers or strata, each with individual strength characteristics, and the figure above illustrates this stratification. As the Badger is drilled into the ground, it will pass through different layers. Because each layer has different characteristics, different torque values will be observed as the anchor passes through each layer. During an ideal installation, the torque values will be constantly increasing, indicating the anchor is being inserted into more dense soil. If a drop in torque is recorded, it is most likely that a soft layer (such as soft clay) was found. The Badger must then be installed through the soft layer until a more dense soil (i.e. higher torque) is found. MB Brace Badger Helical Anchor System 4

INSTALLATION A variety of rotary hydraulic equipment can be used to install the MB Brace Badger including but not limited to: skidsteers, excavators, and boom mounted utility trucks. The installer should maintain a continuous downward pressure on the MB Brace Badger to avoid auguring during installation. Throughout the installation of each MB Brace Badger the torque is continuously monitored and recorded. There is a direct relationship between installation torque and Badger capacity. Continuous monitoring and recording of torque throughout installation gives a profile of the soil conditions. A 5' extension can be added to install the Badger deeper to reach the stronger soils and attain the required load capacity. After the Badger is installed, a Badger Connector is bolted to the top of the Badger. The Super Brace shoe is removed and the Doka rod of the Super Brace is bolted between the ears of the connector. To remove the Badger, simply reverse the hydraulic motor and back it out of the ground. It is ready for immediate inspection and reuse. INSTALLATION REQUIREMENTS 1) Installation is performed by a MB Brace Badger Systems trained installer. 2) Using a hydraulic drive head, Brace Badgers (Item #580002) are installed to a torque of 2,200 ft-lbs. If the minimum required torque is not achieved with a single anchor, please contact Meadow Burke engineering for assistance. A 5' extensions (Item #580006) may be added until the torque minimum torque requirement is achieved. It is recommended that preliminary soil logs at the site be obtained to help predict project requirements. In softer soils with Standard Penetration Test (SPT) blow counts (N) less than 10, an extension may be required. Installation in rocky soils with blow counts (N) greater than 30 is not recommended. Also, frozen soils may require pre-auguring so that the anchor can reach below the frost line. 3) Maximum allowable installation torque is 7,000 ft-lbs. 4) Records of required installation torque for each Badger are required. 5) Badgers to be installed in-line with the axis of the brace (+/- 5º). 6) Welding, cutting, or any modification of the Badger or its components is prohibited. 7) MB Badger Connector (item #580004) must be used for brace connection. To connect to brace, remove brace shoe and reuse 5/8" bolt for connector. Connector to Badger requires one 3/4"Ø x 3 1/2" grade 5 bolt. SAFETY NOTES 1) The contractor shall locate all the subsurface structures and utilities. Any subsurface structure or utility in the vicinity of the Badger locations shall be clearly marked. Horizontal Clearance of anchor from any subsurface structure or utility shall be no less than 5'-0" at the depth of the utility. Installation of Badgers underneath utilities or subsurface structures is strictly prohibited. 2) Do not use damaged or worn Brace Badgers. Failure to inspect and replace damaged anchors may result in anchor failure. 3) The contractor is to undergo preventive measures to mitigate soil erosion adjacent to installed anchors. 4) Any changes resulting from actual installation conditions of the Badger requires that the contractor contact Meadow Burke Engineering for further assistance to deter mine adequacy of anchor system. 4

CORRECT CONNECTION MB Super Brace Remove the brace shoe. Use the approved MB Badger Connector (item #580004) to attach bracing to the MB Brace Badger. MB Badger Connector (item #580004) WRONG! DO NOT attach bracing to the MB Badger using the brace shoe. This connection is not approved by Meadow Burke. MB Brace Badger 6

INCORPORATES ALL BRACES Meadow Burke Super Braces combines lightweight with high strength for easy handling and solid support of tilt-up panels. Because of its tested strength, fewer braces and inserts per panel are required. All of our Super Braces can be easily used with the MB Brace Badger. MB SUPER 52 BRACE Fixed Length 8.5 Diameter Brace 10,700 lb. safe working load weighs only 680 pounds use with panels up to 77 feet MB SUPER 42 BRACE Fixed Length 8.5 Diameter Brace 10,700 lb. safe working load weighs only 560 pounds use with panels up to 64 feet high 6

INCORPORATES ALL BRACES Meadow Burke Super Braces combines lightweight with high strength for easy handling and solid support of tilt-up panels. Because of its tested strength, fewer braces and inserts per panel are required. All of our Super Braces can be easily used with the MB Brace Badger. MB SUPER 52 BRACE Fixed Length 8.5 Diameter Brace 10,700 lb. safe working load weighs only 680 pounds use with panels up to 77 feet MB SUPER 42 BRACE Fixed Length 8.5 Diameter Brace 10,700 lb. safe working load weighs only 560 pounds use with panels up to 64 feet high 8

MB SUPER 32 BRACE 9,000 lb. safe working load weighs only 275 pounds use with panels up to 49 feet extensions of 5' and 10' available MB SUPER 22 BRACE 7,333 lb. safe working load weighs only 136 pounds use with panels up to 34 feet high extensions of 5' and 10' available MB SUPER 17 BRACE 8,667 lb. safe working load weighs only 105 pounds use with panels up to 27 feet high 8

ATTACHMENT CRITERIA FOR BRACES BRACE ATTACHMENT TO SLAB B-75 Wall Brace Insert Meadow Burke approves the use of the following list of products for attachment of the MB Super Brace shoe to the concrete slab or concrete deadman: Big-75 Floor Slab Insert Super Bolt MB Slam Anchor MB Brace Bolt The MB Brace Badger Helical Anchor System is the only Meadow Burke certified alternative for installation when bracing to concrete floor slabs or concrete deadmen is not feasible or desirable. MB Brace Bolt BRACE ATTACHMENT TO PANELS Meadow Burke approves the use of the following list of products for attachment of the MB Super Brace to wall panels: B-75 Wall Insert with MB Grade 5 Coil Bolt BII-75 Inverted Wall Brace Insert with MB Grade 5 Coil Bolt MB Brace Bolt BIG-75 Floor Slab Insert MB Super Bolt BII-75 Inverted Wall Brace Insert Slam Anchor 10

MB BRACE BADGER FIELD INSTALLATION LOG Project Name: Location: Date: Installer Name: Hydraulic Drive Head Used: Pressure Gauge: Placement #: Anchor 1 Depth Pressure (psi) Torque (ft-lb) Anchor 2 Anchor 3 Anchor 4 Anchor 5 Anchor 6 Anchor 7 Anchor 8 Anchor 9 Anchor 10 Anchor 11 Anchor 12 10

Innovating Concrete Construction SERVICE & DISTRIBUTION CENTERS CORPORATE 12 ArizonA Phoenix 501 N. 37th Dr. Suite 106-109 Phoenix, AZ 85009 (602) 455-0717 (800) 817-9698 FAX: (602) 455-0719 CAliforniA AnAheim 3611 East La Palma Ave. Suite A Anaheim, CA 92806 (714) 632-6651 (800) 804-6565 FAX: (714) 632-9412 florida TAmPA 6467 S Falkenburg Rd Riverview, FL 33578 (813) 248-1945 (800) 282-7213 FAX: (877) 568-8296 GeorGiA ATlAnTA 3080 N. Lanier Parkway Decatur, GA 30034 (404) 378-3175 (800) 241-5662 FAX: (404) 373-1804 illinois ChiCAGo (513) 942-0268 (866) 773-0536 fax: (877) 311-0452 new JerSey PAliSAdeS PArk 269 Commercial Ave. Palisades Park, NJ 07650 (201) 242-8989 (800) 207-7778 FAX: (201) 242-8860 north CArolinA ChArloTTe 3401-A Woodpark Blvd. Charlotte NC 28206 (704) 376-9192 (800) 376-9192 FAX: (855) 760-3966 oregon PorTlAnd 155 SE Hazel Dell Way Canby, OR 97013 (888) 232-9991 FAX: (503) 266-8934 PennSylvAniA hazelton 565 Oak Ridge Road Hazel Township, PA 18202 540-376-3287 (800) 550-0060 TexAS SAn AnTonio 8521 FM 1976 Converse TX 78109 (210) 658-4671 (800) 323-6896 FAX: (210) 658-8312 TexAS ft. worth 7000 Will Rogers Blvd. Ft. Worth, TX 76140 (817) 293-9641 (800) 993-9641 FAX: (817) 293-8081 washington Auburn 3416 B Street, Suite B Auburn, WA 98001 (877) 289-2113 FAX: (877) 439-1965 TAmPA 6467 S Falkenburg Road Riverview, FL 33578 (877) 518-7665 engineering (866) 730-2904 MB0717